AP R&B SSR 2010-11

GOVERNMENT OF ANDHRA PRADESH

PART-II SCHEDULE OF RATES

FOR ROAD & BRIDGE WORKS FOR THE YEAR 2010-11

(Effective from 1st June, 2010)

BOARD OF CHIEF ENGINEERS

Office of the Engineer-in-Chief (I.W.) I & CAD Dept., Errum manzil, Hyderabad.

Procs.No.ENC/IW/P&M/EE3/DEE10/AE/13305/10/Vol-30, dt: 16 -7-2010.

Sub:- Schedule of Rates as per Revised Standard Data for the year 2010-11 – Road & Bridge works -(part-2) - approved- Printing & Communication of SoRs – Reg.,

Ref:- 1. G.O.Ms.No.49, I & CAD (PW: Reforms) Dept., dt:.2-3-2009. 2. E-in-C (PR) Lr.No.T6/DyEE(T)/SSR/2010-11, dated.28-5-10 & 15-6-10.

3. Commissioner, labour department Lr.No:N1/2723/2010, dt: 05- 05-10. 4. Minutes of B.O.CE’s meeting for Schedule of Rates held on dt.29-5-

2010&22-6-10. -o0o-

The Government have approved Revised Standard Data vide ref 1st cited. The

Schedule of Rates –part-2( for Road & Bridge works) as per A.P. Revised Standard Data

for the year 2010-11 is approved based on the following.

The Engineer-in-Chief, Panchayath Raj Department has furnished draft rates for

their works for adopting A.P. Revised Standard data (Part-2) vide ref 2nd cited.

The labour rates are obtained from the Commissioner, labour department vide

reference 3rd cited for finalizing the rates for SoR 2010-11.

Based on the proposals, the draft Schedule of Rates-part-2 (i.e., Road & Bridge

works) for the year 2010-11 were reviewed and finalized in the annual Board of Chief

Engineers meetings held on 29-5-2010 & 22-6-2010.

The lead & lift charges are Common to all Engineering departments. The

detailed calculations are incorporated in the Lead &Lift charges chapter in the I&CAD

works (Part-1) of A.P. Revised standard data.

The approved basic rates are applicable to the data’s as per A.P. Revised

Standard data approved by the Government vide G.O. 1st cited. The Government

approval is necessary to adopt any other data i.e., MoRT&H data for adopting the Road

& Bridge works(Part-2) basic rates as per the decision taken in Board of Chief Engineers

meeting.

One hard copy & compact disc containing Schedule of Rates -Part-2 are here

with communicated. No other items other than the items communicated by this Office

shall be introduced in the SoR-part-2.

The Heads of Department and Officers mentioned below are authorized to print

the Schedule of Rates (Part-2, i.e., Road &Bridge works) for the year 2010-11. The

unauthorized printing & selling of the SoR is strictly prohibited. The Schedule of Rates

for 2010-11 will be in force until the new SoR comes in to force.

Any discrepancies / corrections required for SoR –part-2 may be brought to the

notice of undersigned for issuing corrections.

The revised rates will come into force from 1st June of 2010.

The receipt of the proceedings may be acknowledged.

Encl: CD containing SoR-part-2.

Sd/-M.K. Rahaman, 16-7-2010 Engineer-in-Chief (I.W.)

Chairman, BOCE(SoR)

I) Copy Communicated to the following Heads of Departments along with Enclosures for

information. 1) Engineer-in-Chief (Admn & NH)., Roads & Buildings Department. 2) Engineer-in-Chief (P.H.), Public Health Department. 3) Engineer-in-Chief (P.R.), Panchayath Raj Department. 4) Engineer-in-Chief (RWS) R W S, Department. 5) Chief Engineer (Buildings), R&B Department. 6) Copy of C.D containing Schedule of Rates 2010-11 -part-2 to all Engineers-in-Chief,

Chief Engineers of Irrigation & CAD Department for favour of information. II) Copy to The Superintending Engineer, Irrigation Circle, I&CAD Department, Red Hills, Hyderabad for necessary action.

Sd/-M.K. Rahaman, 16-7-2010 Engineer-In-Chief (IW)

Chairman, B.O.C.E (SoR)

INDEX PART-II

ROAD & BRIDGE WORKS

Sl. No. Description

Page No.

From To

1 Preamble 1 7

2 Labour Rates 8 12

3 Materials & Work Items Rates 13 21

4 Conveyance Charges of Materials 22 26 5 Hire Charges of Plant & Machinery for Road

& Bridge Works 27 31

Preamble

1

PREAMBLE

Preamble

2

PREAMBLE

I.0 AREA ALLOWANCES:

A) CORPORATIONS & MUNICIPALITIES:

a) (i)25% extra over the rates on labour component of works is allowed in all

Municipal Corporation Limits of Andhra Pradesh except Greater

Hyderabad, Greater Visakhapatnam and Vijayawada municipal

corporation (Upto a belt of 12 kms from Municipal corporation limits)

and other corporations as notified by the Government from time to time.

(ii)40% extra over the rates on labour component of works for Greater

Hyderabad , Greater Visakhapatnam and Vijayawada Municipal

Corporation limits (Upto a belt of 12 kms from Municipal corporation

limits)

b) Allow 20% extra over basic rates on labour component of works in all

District Headquarters and the remaining Municipal limits ( up to a belt of

12 Kms. from Municipal limits ).

c) For works at Tirumala Hills in Chittoor District, 40% extra over the basic

rates of labour component is allowed.

d) For works at Horsely hills in Chittoor District, 30% extra over the basic

rates of labour component is allowed.

e) For works located inside Tirumala Temple, 20% extra over the basic rate

of labour component specified for Tirumala Hills is allowed.

f) For Works located inside T.T.D Temples of Sri Padmavathi Ammavari

Temple, Tiruchanoor, Sri Govindaraja Swamy Temple at Tirupathi, Sri

Kapleswara Swamy Temple, Kapilatheerthm, Tirupathi and Sri Kalyana

Venkateswara Swamy Temple, Srinivasa Mangapuram , 20% extra over

the basic rates of labour component for Tirupathi Municipal Corporation

is allowed.

B) JAIL COMPOUNDS:

15% extra is allowed over labour rates for the work in the Jail compounds.

Only equivalent number of Man Mazdoor shall be provided in the Jail

premises and no women Mazdoor are allowed inside.

Preamble

3

C) INDUSTRIAL AREA:

a. 20% over basic rates on labour component works allowed for works

situated within 10 Kms belt of Industrial area of, Jeedimetla,

Lingampally, Ibrahimpatnam, Tandur in Ranga Reddy District,

Ibrahimpatnam, Vuyyuru, Jaggaiahpeta in Krishna District, Macherla,

Gurajala, Challapalli in Guntur District Garividi in Vijayanagaram

District, Kothur in Mahabubnagar District, Patancheru,

Ramachandrapur in Medak District, Bibinagar in Nalgonda District,

Ramagundam and Godavarikhani in Karimnagar District, Renigunta in

Chittoor District and Yerraguntla & Mangampet in Kadapa District,

Manchiryal, Mandamarri, Bellampalli in Adilabad District, Sarpaka,

Kothagudem, Paloncha, Manguguru, Singareni Collieries in Khammam

District, Kamalapur, Bhoopalpally of Warangal District, Wadepally of

Nalgonda District, Nagapally(Centenary Colony, Begumpet “X”

roads) Takkalapally of Karimnagar District, Hindupur, Tadipatri,

Anantapur, Guntakal, Rayalcheruvu, Yadiki of Anantapur District and

Adoni, Dhone, Cement Nagar, Nandyal, Kurnool, Yemmiganur &

Bethamcherla of Kurnool District ,Anakapally of Vishakhapatnam

District.

D) AGENCY / TRIBAL AREAS:

a) 25% extra allowed for the works located with in the interior Agency /

Tribal limits, i.e. for the works located with in & upto16 KMs from any all

weather route inside Agency / Tribal.

b) 40% extra allowed for the works located with in the interior Agency /

Tribal limits, i.e. for the works located beyond 16 KMs from any all

weather route inside Agency / Tribal.

NOTE: 1. No extra percentage is permissible in respect of Forest produce

such as Bamboo, Rellu grass and for all materials obtained from

outside the Agency / Tribal.

Preamble

4

2. The extra percentage under Agency / Tribal areas allowance may

be allowed on the labour component and on the labour charges in

the rates for conveyance of materials.

3. The extra percentage on cost of materials in Agency / Tribal areas

can be allowed on the labour component only, if they are

manufactured in the Agency / Tribal areas itself except Forest

produce.

E) GHAT ROADS:

For Ghat Roads steeper than 1 in 20, the length of the road may be taken

as 1.5 times the existing length of the road for the purpose of leads only

for conveyance of materials based on the certificate for the Ghat Road

given by the Superintending Engineer concerned.

Foot Note: Under compelling circumstances, the concerned Chief

Engineer can adopt the equivalent length of road as 2 ½

times of actual length.

Note below area allowances:

If more than one area allowance ( such as those ) for (1) Municipalities (2) Agency

/ Tribal areas (3) Industrial areas are applicable for a particular situation, only

the maximum out of the allowable percentages is to be allowed.

2.0 WATER LEADS:

The following labour is allowed for conveyance of water for every ½

Kilometer lead or part there of over the initial lead of ½ kilometer.

a) Cement concrete : 1.5 Women Mazdoor / Cum.

b) Masonry : 1.0 Woman Mazdoor/ Cum.

c) Plastering : 0.5 Woman Mazdoor/ 10 Sq.m

Preamble

5

Note:- For Water leads of over 2 KMs, specific approval of Chief Engineer concerned is necessary.

3.0 EXCAVATION OF TRIAL TRENCHES, TRIAL PITS AND EXCAVATION IN RESTRICTED PLACES: -

I) EXCAVATION OF TRIAL TRENCHES, TRIAL PITS AND

EXCAVATION IN RESTRICTED PLACES: -

A. TRIAL TRENCHES: 1) Trial trenches of not more than 2 metres in width …25% extra

B. TRIAL PITS: 1) Up to 2 Metres depth … 25% extra

2) 2 Metres to 4 Metres depth … 50% extra




6) More than 9 Metres depth … 200% extra

II) EXCAVATION IN RESTRICTED PLACES:-

I) Foundation of Buildings … 75% extra II) For pipe lines where the depth is less … 75% extra than 1.5 times the width III) For pipe lines where the depth is … 120% extra 1.5 times or more than the width

IV) Silt removal in restricted areas such … 120% extra U. T’s., Culverts and Syphons. V) Excavation of field channels … 75% extra

VI) For narrow trenches not more than 2 meters in width and depth not less

than twice the width and for excavation … 75% extra of road boundary drains, model sections of canals. VII) High berm cutting of not more than … 50% extra 150 mm average thickness and sectioning for roads

Preamble

6

Note: 1) The extra percentage is allowed over S. S. 20 B rate for corresponding soil. It includes the charges for all lifts and initial lead but does not include dewatering charges if any in respect of all the items under ( A) and (B) above.

2) The above extra percentages in respect of excavation in hard rock for

restricted places are to be allowed for (2/3) rd of the cost and shall not to be allowed in respect of items involving blasting component which may be taken as 1/3 of the cost.

4.0 Proportion of First class and 2nd class workmen under Skilled

Labour:

30% of the skilled labour provided in the data may be taken as 1st Class and the remaining 70% as 2nd Class.

5.0 Revetment and apron works:

I) The size of stone for the volume range ( 0.015 to 0.030 Cum) shall not be less than (0.30 X 0.30 X 0.15 to 0.30 X 0. 225 X 0.225m)

II) The size of stone for the volume range (0.011 to 0.015 Cum) shall not be less than (0.30 X 0.225 X 0.15 to 0.225 X 0.225 X 0. 225 m)

III) The rate of labour component as per the standard data book

is to be adopted for revetment work only. However for apron work Rs. 3.00 per cum. should be deducted.

IV) For the labour for the “Rock Toe” shall be taken as 2/3rd

of the labour charges of revetment as Chief Engineer, Circular No. P3/ OT2/ T3/ 65167/78, Dt: 19.03.1980.

6.0 Deep cuts:

Deep cuts are defined as reaches of canal where excavation in all soils is for a

depth of excavation 6m and more. The following increase over normal rates is

permitted in deep cuts on a graded basis.

I) Up to 6 m excavation: The S. S. R. of corresponding classification of

earth work excavation is applicable. II) Beyond 6 m and up to 9 m excavation - 9% extra

III) Beyond 9 m and up to 12 m excavation - 12% extra IV) Beyond 12 m and up to 16 m excavation - 15% extra V) Beyond 16 m and up to 30 m excavation - 20% extra

Preamble

7

VI) Beyond 30 m excavation - 40% extra NOTE : 1) The extra percentage is only on basic rate. 2) The above

percentage are not applicable for “LEADS & LIFTS”. 3) The above extra

percentages are to be allowed only on items excluding the blasting

component which may be taken as 1/3 of the rate.

7.0 The conveyance of bitumen for bulk and packed may be

admitted as follows:

Packed --- Rs. 1.75per Km/ MT Bulk --- Rs. 1.50 per Km/ MT (round the trip)

8.0 SEIGNIORAGE CHARGES:

Seigniorage charges for materials as fixed by the Government in

G.O.Ms.No.198 (industries and commerce department), dated 13.08.2009 may

be added in the data of rates in the estimate. In case of revision, the revised rates

as fixed by Mines and Geology Department have to be adopted.

9.0 EARTH WORK EXCAVATION BY MACHINERY: For items of Earth work excavation by machinery, the rates shall be

adopted as per Road & Bridge works (Part-2) of A.P. Revised Standard data.

Labour rates

8

LABOUR RATES

Labour rates

9

LABOUR RATES

Sl. No.

S.S. Item No.

Description Unit (per)

SoRate for

2010-11

1 2 3 4 5

(A) SKILLED WORKMEN

First Class

1 a Mason and stone Cutter Day 258.00

2 b Brick Layer Day 258.00

3 c Carpenter Day 258.00

4 d Painter Day 258.00

5 e Plumber Day 258.00

6 f Welder Day 258.00

7 g Fitter Day 258.00

8 h Electrician Day 258.00

9 I Cook Day 237.00

10 2 Mechanic Day 258.00

11 3 Rigger Day 258.00

12 4 Rigger Syrang Day 258.00

13 5 Well Sinker Day 258.00

14 6 Blaster Day 258.00

15 7 Tipper and Heavy Vehicle Driver above 12 T Day 277.00 16 Tanker and Medium Vehicle Driver (7.5 T to 12 T) Day 257.00

17 Tanker and Light Vehicle Driver up to 7.5 T Day 224.00

18 Wagon Drill Operator upto 7.5 T Day 258.00

19 8 Lorry and Heavy Vehicle Driver above 12 T Day 277.00 20 Road Roller Driver ( 7.5 T to 12 T) Day 257.00

21 Road Roller Driver up to 7.5 T Day 224.00

22 9 Tractor Driver above 12 T Day 277.00

23 Tractor Driver ( 7.5 T to 12 T) Day 257.00

24 Tractor Driver upto 7.5 T Day 224.00

Operator

25 10 Pan Mixer Day 258.00

26 Concrete mixer Day 258.00

27 Vibrator Day 258.00

Labour rates

10

Sl. No.

S.S. Item No.


SoRate for

2010-11

1 2 3 4 5 28 Compressor Day 258.00

29 Jack Hammer Day 258.00

30 Driller Day 258.00

31 Boring Maisthry Day 258.00

32 11 Pump Operator Day 258.00

33 12 Turner Grade-I Day 258.00 34 13 Wireless Operator Day 288.00 35 14 Assistant Wireless Operator Day 237.00

36 15 Jeep Driver Day 250.00 37 16 Work inspector with I.T.I qualification Day 288.00

38 17 Work Inspector with LCE, LME, L.E.E Qualification Day 350.00 39 18 Work Inspector with B.E (Civil, Mechanical and Electrical

qualification) Day 400.00

40 19 Work Inspector with Non-technical qualification SSLC / SSC / HSC

Day 250.00

41 20 Mason Spl. Grade for Mossaic and Polished shahabad stone floor

Day 258.00

42 21a(i) Typist / Job Typist Day 288.00 a(ii) Computer Operator Day 300.00 b “CAD Operator with Diploma in Engineering/General Degree

with CAD certificate”. Day 350.00

(B) SEMI-SKILLED WORKMEN

SECOND CLASS

43 1 Mason Day 237.00

44 b Brick Layer and Stone Cutter Day 237.00

45 c Carpenter Day 237.00 46 d Painter Day 237.00 47 e Plumber Day 237.00 48 f Blacksmith Day 237.00

49 g Welder Day 237.00 50 h Fitter Day 237.00

51 I Electrician Day 237.00

52 2 Caulker Day 237.00

53 3 Barbender Day 237.00

54 4 Tinker Day 237.00

55 5 Sawyer Day 237.00

Labour rates

11

Sl. No.

S.S. Item No.


SoRate for

2010-11

1 2 3 4 5 56 6 Brick-Moulder Day 237.00

57 7 Pot-tile turner Day 237.00

58 8 Pan -tile turner Day 237.00

59 9 Brick and Lime Kiln man /Glazzer Day 237.00

60 10 Telephone Operator Day 288.00

61 11 Hand Driller Day 237.00

62 12 Quarry man Day 237.00

63 13 Hammer man Day 237.00

64 14 Thatcher Day 237.00

65 15 Fireman Day 237.00

66 16 Cleaner/Helper Day 237.00

67 17 Stone Packer Day 237.00

68 18 Jawali Day 237.00

69 19 Ex-Service man / Goorkha watchman Day 196.00

70 20 Ratton worker Day 237.00

71 21 Mate Day 237.00

(C) UNSKILLED WORKMEN

72 1 Head mazdoor(Mukaddar) Day 196.00

73 2 Man mazdoor Day 196.00

74 3 Watch man Day 196.00

75 4 Picottah man Day Deleted

76 5 Woman Mazdoor Day 196.00

77 6(a) Casual labour on loading & Un-loading operations Day Deleted 78 6(b) Helpers/Cleaners/Sweepers/Scavangers/Choukidaars/Security

Guards/Office Boys Day 196.00

79 NOTE: Whenever unskilled workmen are engaged for cleaning of Sewers & Septic Tanks, they may be paid double of the above wages.

(D) OTHER CONVEYANCE ITEMS

80 1 Single bullock with driver and cart Day 256.00

81 2 Bullock pair with driver Day 277.00

82 3 Bullock pair with driver and cart Day 266.00

83 4 Bullock pair with driver and cart with Pneumatic tyres Day 317.40

84 5 Bullock pair with driver and kapila Day Deleted

Labour rates

12

Sl. No.

S.S. Item No.


SoRate for

2010-11

1 2 3 4 5 85 6 Nava with crew Day 241.00

86 7 Punt thundal Day 207.00

87 8 Punt lascar Day 207.00

88 9 Punt boy lascar Day Deleted

Note: - 1)The wage should not be less than the minimum wages of schedule of employment, subject to out turn. 2)25% extra over the corresponding labour rates in respect of the work to be done during night time subject to issue of certificate accordingly by the concerned estimate sanctioning authority for providing in the data and by concerned Executive Engineer in charge of the work for payment. The night time allowance is applicable only to the works done under Greater Hyderabad Municipal Corporation, Greater Visakhapatnam Municipal Corporation and Vijayawada Municipal Corporation limits only.

Material & Work Item Rates

13

MATERIAL & WORK ITEM RATES


14

RATES OF MATERIALS & WORK ITEMS

Sl. No.

S.S. Item No.


SoRate for 2010-

11

1 2 3 4 5 (A) STONE AND ROAD MATERIALS ROUGH STONE QUARRIED INCLUDING

WEDGING, BREAKING, BURNING, SPLITING AND STACKING

1 22.a For R.R Masonary Work (other than Granite, Dolomite and Trap)

1 cum 133.00

2 b.I For SS Revetment work 225 mm 1 cum 71.00

3 b.ii For SS Revetment work 300 mm 1 cum 95.00

4 b.iii For SS Revetment work450 mm 1 cum 114.00 5 C Jeddy Stone above 450 mm to 600 mm 1 cum 156.00 6 d I. Laterite for revetment 225 mm 1 cum 98 7 d II. Laterite for revetment 300 mm 1 cum 114 8 d.iii Granite for SS revetment 225 mm 1 cum 117 9 d.iv Granite for SS revetment 300 mm 1 cum 136 Note:- Only when other granite is not available

10 E Laterite for masonry 1 cum 114 11 F Cyclopean stones above 0.2 cum 1 cum 210 12 G For R.R.Masonry works ( granite, dolamite and trap

variety) 1 cum 155

13 NOTE:- For items 22(a) to 22© and 22(g) add extra Rs /cum, wherever quarrying is done by blasting

1 cum 67

COURSED RUBBLE STONE QUARRYING WEDGING, BREAKING, BURNING AND SPLITTING INCLUDING STACKING FOR SS FIRST SORT WORKS

14 23.a Granite, Dolamite and trap 1 cum 218 15 B For other varieties 1 cum 152 16 27 Granite stone slabs for culverts, lintels and copings

(3 faces dressed coarsed rubble masonry) 1 cum 1409

17 NOTE: - For items 23(a), 23(b) and 27 add extra Rs. Per Cum, wherever quarrying is done by blasting

1 cum 69

18 28 Bond stones ( 600 x 200 x 200 mm ) each 25 19 B Chainage stones and Centre line stones

(750x150x150xmm) each 30

20 31 Demarcation Stones ( 900 x 150 x 150 mm) each 57.50 21 32.a Guard Stones ( 1200 x 200 x 200 mm ) each 86.00 22 B Guide Stones ( 800 x 150 x150 mm ) each 57.50 23 C Carving letters and figures in stone up to 100 mm

size each 5.30

24 D Carving letters and figures in stone above 100 mm size

each 7.00


15

Sl. No.

S.S. Item No.


SoRate for 2010-

11

1 2 3 4 5 HARD BROKEN STONE OF GRANITE, TRAP AND

DOLERITE FREE FROM DUST OBTAINED BY QUARRYING, WEDGING, BREAKING, BURNING AND SPLITTING INCLUDING STACKING.

25 33.a - do - 6mm size (SS 5) 1 cum 428

26 b - do - 10mm size (SS 5) 1 cum 560

27 c - do - 12mm size (SS 5) 1 cum 688

28 d - do - 20mm size (SS 5) 1 cum 844

29 e - do - 25mm size (SS 5) 1 cum 828

30 f - do - 40mm size (SS 5) 1 cum 500

31 g - do - 50mm size (SS 5) 1 cum 390 32 h - do - 60mm size (SS 5) 1 cum 360 33 I - do - 65mm size (SS 5) 1 cum 325 34 j - do - 75mm size (SS 5) 1 cum 260 35 k - do - 75 to 100mm size (SS 5) 1 cum 210 36 NOTE:- (1) Add extra Rs. /- per cum for items 33

(a) to 33 (k) if the metal is obtained by blasting 70

37 (2) Add 25% extra per cum if the metal is obtained by machine crushing excluding cost of blasting.

25%

38 (3) Deduct Rs. /- per cum if the metal or rubble is obtained from surface stone and boulders.

9

39 (4) Add Rs. /- per cum for selection of stones and boulders from excavated spoil dumps for items 33 a to 33 k, when this addition of Rs. /- per Cum is allowed, deduction of Rs. /- per Cum mentioned under Note (3) above should invariably be made.

15 9

SOFT BROKEN STONE SCREENED AND FREE FROM DUST INCLUDING STACKING

40 33.l - do - 40 mm size ( SS 5 ) 1 Cum 105 41 33.m - do - 50 mm size ( SS 5 ) 1 Cum 95 42 33.n - do - 60 mm size ( SS 5 ) 1 Cum 75 43 33.o - do - 65 mm size ( SS 5 ) 1 Cum 67 44 33.p - do - 75 mm size ( SS 5 ) 1 Cum 63 HARD BROKEN STONE OF GRANITE TRAP

DOLERITE AND DOLAMITE FREE FROM DUST OBTAINED BY QUARRYING WEDGING, BREAKING, BURNING AND SPLITTING INCLUDING STACKING (QUARTZITE AND BASALT WITH AGGREGATE IMPACT OF LESS THAN 20)

45 33a -do- 2.36 to 5 mm size (IRC&MORTH) 1 cum 260


16

Sl. No.

S.S. Item No.


SoRate for 2010-

11

1 2 3 4 5 46 b -do- 5 to 7mm size (IRC&MORTH) 1 cum 430 47 c -do- 9.5 to 11.2mm size (IRC&MORTH) 1 cum 560 48 d -do- 12mm to 14 mm size ( IRC and MORTH ) 1 cum 690 49 e -do- 19 mm to 22 mm size ( IRC and MORTH ) 1 cum 950 50 f -do- 25 mm to 27 mm size ( IRC and MORTH ) 1 cum 830 51 g -do- 40 mm to 45 mm size ( IRC and MORTH ) 1 cum 500 52 h -do- 50 mm to 55 mm size ( IRC and MORTH ) 1 cum 390 53 i -do- 60 mm to 63 mm size ( IRC and MORTH ) 1 cum 360 54 j -do- 65 mm size ( IRC and MORTH ) 1 cum 325 55 k -do- 75 mm size ( IRC and MORTH ) 1 cum 260 56 1 NOTE:- Add extra Rs. /- per cum for items 33 (a)

to 33 (j) if the metal is obtained by blasting 1 cum 70

57 2 Add 25% extra per cum if the metal is obtained by machine crushing excluding cost of blasting.

1 cum 25%

58 3 Deduct Rs. /- per cum if the metal or rubble is obtained from surface stones and boulders

1 cum 9

59 4 Add Rs. /- per cum for selection of stones and boulders from excavated soil dumps for items 33 (a) to 33 (k), when this addition of Rs. /- per cum allowed deduction of Rs. /- per cum mentioned under note (3) above should invariably be made

1 cum 15 9

HARD BROKEN STONE OTHER THAN GRANITE SUCH AS QUARTZ, QUARTZ-NAPA AND BASALT SCREENED AND FREE FROM DUST INCLUDING STACKING

60 33.q - do - 10 mm size (SS 5) 1 Cum 331 61 -do- 9.5 mm to 11.2 mm size ( IRC and MORTH ) 1 Cum 331 62 r - do - 12 mm size (SS 5) 1 Cum 310 63 -do- 12mm to 14 mm size ( IRC and MORTH ) 1 Cum 310 64 S - do - 20 mm size (SS 5) 1 Cum 251 65 -do- 19 mm to 22 mm size ( IRC and MORTH ) 1 Cum 251 66 T - do - 25 mm size (SS 5) 1 Cum 247 67 U - do - 40 mm size (SS 5) 1 Cum 146 68 -do- 40 mm to 45 mm size ( IRC and MORTH ) 1 Cum 146 69 V - do - 50 mm size (SS 5) 1 Cum 129 70 -do- 50 mm to 55 mm size ( IRC and MORTH ) 1 Cum 129 71 33.w - do - 65 mm size (SS 5) 1 Cum 122 72 -do- 60 mm to 65 mm size ( IRC and MORTH ) 1 Cum 122 73 X - do - 75 mm size (SS 5) 1 Cum 101 74 - do - 75 mm size ( IRC &MORTH) 1 Cum 101 75 Y - do - 75 to 100 mm size (SS 5) 1 Cum 80 76 - do - 75 to 100 mm ( IRC& MORTH) 1 Cum 80 OTHER ITEMS INCLUDING STACKING

77 33.z1 Laterite 40 to 75 mm ( ring) 1 Cum 87.5


17

Sl. No.

S.S. Item No.


SoRate for 2010-

11

1 2 3 4 5 78 z2 kankar, hard broken kankar 40 to 75 mm ( ring ) 1 Cum 65.5 79 z3 Soling stone of 150 mm size of granite, trap and

Dolamite varieties. 1 Cum 82

80 NOTE:- (1) Add extra for items to 33(z3) Rs /- Per cum, wherever quarrying is done by blasting. (2) Wherever controlled blasting is resorted to the Chief Engineer concerned shall approve the observed data in support of SS item No. 22 a to 22 c , 22g, 23

1 Cum 70

81 z4 Soling stone of 150 mm size other than granite variety

1 Cum 57.5

82 z5 Soling Stone laterite, Kankar 150mm, surface stone 1 Cum 35 83 z6 Field picked metal unbroken 20 mm size 1 Cum 47.5 84 z7 - do - 25 mm size 1 Cum 37.5 85 z8 - do - 40 mm size 1 Cum 42 86 z9 - do - 50 mm size 1 Cum 37.5 87 z10 - do - 60 mm size 1 Cum 31 88 z11 - do - 80 mm size 1 Cum 22.5 89 NOTE:- Add Rs. /- Per Cum for selection of stone and

boulders from excavated spoil dumps for items 33 (Q) TO 33 Z , when this addition of Rs. /- per Cum is allowed, deduction of Rs. /- per Cum should invariably be made towards the metal or rubble if it is obtained from surface stone and boulders.

15 9

90 34 Gravel including stacking 1 Cum 50.5

91 35 a Quarry rubbish 1 Cum 50.5

92 B HBG Stone Chips 2.36mm and below 1 Cum 236

93 36.a Sand for mortar, ceiling coat including washing screening etc.,

1 Cum 220

94 B Sand for filling and blindage 1 Cum 70

95 37 Clay for puddle and masonry Items 38 (a) to 39 (h) As per local prevailing rates based on competitive quotations.

1 Cum 28

(C) LIME AND CEMENT 96 40 to

41(c )

97 42 Cement excluding cost of empty cement bags 1 MT The monthly rates will be

communicated by Govt.

NOTE: (1) The rates are inclusive of sales tax. 2)As per the rates applicable to the District. 3) Least of the (1) and (2 ) above may be allowed 4) The price of cement will be reviewed and fixed on monthly basis and rates will be communicated separately.


18

Sl. No.

S.S. Item No.


SoRate for 2010-

11

1 2 3 4 5 98 C Grinding lime mortar or Surkhi mortar 1 Cum 78 99 D Shell lime slaked and screened 1 Cum 780

100 E White cement 1 Kg. 25

101 (D) MORTARS

102 43 to 45

Items 43 to 45 Rates have to be worked out based on MORT&H data.

(E) METAL AND IRON WORKS

103 Mild steel rods 6mm dia. 1 MT The monthly rates will be

communicated by Govt.

104 Mild steel flats 1 MT 105 Mild Steel, Structural Steel, I.e., Angles, Channels

and I sections. 1 MT

106 High Yield Strength Deformed Bars/TMT bars 1 MT 107 Mild steel plates 1 MT

NOTE: (1) The rates are inclusive of sales tax. 2)As per the rates applicable to the District. 3) Least of the (1) and (2 ) above may allowed 4) The prices of steel will be reviewed and fixed on monthly basis and rates will be communicated separately.

III RATES OF WORKS (A) CLEARING SITE

108 1.a Clearing heavy Jungle 1 Sqm 2.20 109 B Clearing light Jungle 1 Sqm 2.00 110 C Clearing Scrub Jungle 1 Sqm 2.00 111 D Clearing Juliflora (Prosafis) jungle including up-

rooting and removing of Juliflora stumps. 1 Sqm 3.30

112 2.a.I Cutting and removing Palmyrah trees including stacking of girth 30 to 100 cm.

Each 27.00

113 Ii - do - 100 to 200 cm. Each 42.50 114 2.b.I Uprooting and removing Palmyrah stumps including

stacking of girth 30 to 100 cm. Each 30.00

115 Ii - do - 100 to 200 cm. Each 46.00 116 2.c.I Cutting and removing date trees including stacking

of girth 30 to 100 cm Each 18.00

117 Ii - do - 100 to 200 cm Each 28.00 118 d.I Uprooting and removing stumps of date trees

including stacking of girth 30 to 100 cm. Each 18.00

119 Ii - do - 100 to 200 cm Each 24.00 120 e I Cutting and removing other kind of trees including

stacking of girth 30 to 100 cm Each 24.00

121 Ii - do - 100 to 200 cm Each 38.00 122 iii - do - above 200 cm Each 62.00


19

Sl. No.

S.S. Item No.


SoRate for 2010-

11

1 2 3 4 5 123 f.I Uprooting and removing stumps of other kind of

trees including stacking of girth 30 to 100 cm. Each 18.00

124 Ii - do - 100 to 200 cm Each 26.00 125 iii - do - above 200 cm Each 35.50 126 3.a Uprooting and clearing prickly pear jungle 1 Sqm 1.90 127 B - do - under 2.5 meters height including burning

and burrying as directed. 1 Sqm 2.40

128 C - do - over 2.5 meters height including burning and burrying with an initital lead of conveyance

1 Sqm 2.90

129 4.a Removing of natchu, goobi, thooti etc., from drains, channels including clearance if not more than 1 metre depth of water with an initial lead of 10 metresand lift of 2 metres.

1 Sqm 1.50

130 b.I Clearing alchi, tilla 1 Sq.m 2.90 131 b.ii Removal of Jammu 1 Sq.m 2.50 132 c.I Removal of imponea, cornea 1 Sq.m 2.90 133 c.ii Removal of water hyacinth upto 30 cm thick. 1 Sqm 3.00 134 c.iii - do - more than 30 cm thick 1 Sq.m 4.10 135 D Removal of natchu, goobi, thooti etc., for every

extra lead or lift over the initial lead or lift. 1 Sqm 1.00

(B) DISMANTLING

5 DISMANTLING, CLEARING AWAY AND CAREFULLY STACKING MATERIALS USEFUL FOR REUSE.

136 n.(i) Dry rough stone revetment for aprons and stacking within 40 metres

1 cum 50.00

7 Drilling holes in hard granite or sheet rock

a) Manually ( Hand) 137 I) 20 mm dia meter 1 RM 97.00 138 ii) 25 mm dia meter 1 RM 105.00 139 iii) 36 mm dia meter 1 RM 120.00 140 b) Pneumatic Compressor 141 I) 20 mm dia meter 1 RM 110.00 142 ii) 25 mm dia meter 1 RM 121.00 143 iii) 36 mm dia meter 1 RM 133.00

8 Grouting the holes with neat cement slurry excluding cost of steel

144 I) 20 mm dia meter 1 RM 71.00 145 ii) 25 mm dia meter 1 RM 89.00 146 iii) 36 mm dia meter 1 RM 109.50

White Washing and Painting works


20

Sl. No.

S.S. Item No.


SoRate for 2010-

11

1 2 3 4 5 147 A I White washing and colour banding for guard and

guide stones including cost of materials each 6.50

148 B I Screening sand and gravel 1 cum 6.30 149 B 2 Screening chips and metal 1 cum 13.00 150 C 1 Removing and refixing Hectometre or Demarcation

stones each 9.50

(S ) ROAD WORK ITEMS PICKING OLD METALLED SURFACE TO DEPTH OF 40

TO 100 mm SPREADING OLD METAL AND NEW METAL SECTIONING INCLUDING EDGEBUNDS AND SUBGRADE ROLLING, SPREADING METAL INCLUDING BLINDAGE OFGRAVEL WATERING WITH AN INITIAL LEAD OF 2 HECTOMETERS AND HAND ROLLER ( 1.5 TO 2 TONNES) ROLLING ETC., INCLUDING BARRICADING, DIVERSION OF TRAFFIC AND WETTING THE NEW CONSOLIDATION FOR A FORTNIGHT COMPLETE

( For a compact thickness ) 1 (I ) HARD METAL

151 A 40 mm thickness 10 sqm 57.20 152 B 50 mm thickness 10 sqm 60.50 153 C 75 mm thickness 10 sqm 66.00 154 D 100 mm thickness 10 sqm 71.50 155 1 (ii ) (For compact thickness of soft metal) 156 A 50 mm thickness 10 sqm 44.00 157 B 75 mm thickness 10 sqm 52.80 158 C 100 mm thickness 10 sqm 57.20

5 Picking old metalled surface to a depth of 40 to 100 mm and spreading metal including watering with an initial lead of 2 Hectometers and rolling with power rollers watering and spreading gravel for blindage and power roller rolling including hire charges of power roller( 8 to 10 T ) barricading and diversion of traffic and wetting the new consolidation for a fortnight(for compacted thickness of )

HARD METAL 159 5 (a) 40 mm thick ness 10 sqm 150.70 160 (b) 50 mm thick ness 10 sqm 170.50 161 (c ) 75 mm thick ness 10 sqm 187.00 162 (d ) 100 mm thick ness 10 sqm 203.50 163 (e) 150 mm thick excluding hire charges 10 sqm 363.00


21

Sl. No.

S.S. Item No.


SoRate for 2010-

11

1 2 3 4 5 164 Gelatin(For MORTH data, for works of state &

national high ways only) Per Kg 60.00

165 Electric Detonators(For MORTH data, for works of state & national high ways only)

each 3.00

166 Hot applied thermoplastic compound(For MORTH data, for works of state & national high ways only)

Per Litre 200.00

167 Reflectionising glass beads of 2 mm thick(For MORTH data, for works of state & national high ways only)

Per Kg 65.00

168 Road marking paint confirming to IS 164(For MORTH data, for works of state & national high ways only)

Per Kg 160.00

169 n Labour charges for laying filters with coarse aggregate.

1 cum 45.00

170 o Labour charges for laying filter with sand. 1 cum 25.00 New Items.

171 Fly Ash 1 cum Deleted 172 Binding wire 1 Kg. 52.00

Conveyance Charges

22

CONVEYANCE CHARGES

OF

MATERIALS

Conveyance Charges

23

CONVEYANCE CHARGES OF MATERIALS AS PER SoR 2010-11

(COMMON TO ALL DEPARTMENTS).

LEAD, LIFT, LOADING AND UNLOADING CHARGES FOR MATERIALS

FOR THE YEAR: 2010-11

1. For total lead up to 150 m (including initial lead ) lead charges by head load only shall be adopted irrespective of mode of conveyance. 2. For total lead exceeding 150 m conveyance by mechanical means only shall be adopted irrespective of mode of conveyance. 3. The rates for loading at quarry including idle hire charges of trucks and hire charges per for each kilometer and up to 5 km are cumulative and inclusive of total charges for preceding lead. 4. Unless otherwise specified lead charges for Earth / Sand / Gravel / Aggregates and Stones are for loose volume and not for compacted or in-situ volume. 5. The rates for lift charges, lead charges, hire charges are cumulative and inclusive of rates for preceding lift, lead and hire charges. 6. Lift charges are not payable where conveyance of materials is by mechanical means to final placing point. 7. Loading and unloading charges are not payable for conveyance by head load. 8. Loading charges are not payable for conveyance by mechanical means for disposal of excavated materials beyond initial lead of 50 m wherever specified. 9. Loading and unloading charges are not payable for conveyance by mechanical means for disposal of excavated materials beyond initial lead of 1 km wherever specified. 10. The rates for unloading of materials except earth, sand, gravel, coarse aggregate, rubble, size stone and cut stone are inclusive of stacking. 11. Hire charges are per 1KM for tippers and trucks for transport of materials from work site to dump yard and other places are cumulative& includes previous km up to 5 kms 12. For detailed calculations, refer to the Lead & Lift charges (Common to all Departments) chapter of Irrigation & CAD works (Part-1), A.P. Revised Standard data. The lead & lift charges are inclusive of 14% Contractors profit and Overhead charges.

Conveyance Charges

24

A. (LEAD) CONVEYANCE CHARGES FOR MATERIALS BY HEAD LOAD FOR THE YEAR: 2010-11

Sl No.

Total distance ( Total lead includes

initial lead )

Earth / Sand /Gravel / Murrum/ Lime/ Surki/ Size stone / Cut stone Rubble / Coarse aggregate Rs/Cum

Cement / Reinforce-ment steel Str steel Rs / tonne

PCC slab/ Shahbad slab / CC block/ BS slab/ Late-rite / Wood Rs / cum

1 2 3 4 5

1 Total lead up to 50 m (covered by item rate) initial lead initial lead initial lead

2 Total lead up to 100 m 31.90 18.60 40.60 3 Total lead up to 150 m 63.80 37.20 81.30

Notes: 1. No loading or unloading charges are admissible for conveyance by head load. 2. For total lead exceeding 150 m conveyance charges by mechanical means only shall be adopted irrespective of mode of conveyance. 3.The lead & lift charges are inclusive of 14% Contractor Profit and Over Head charges B.( LEAD) CONVEYANCE CHARGES FOR MACHINERY PER KILOMETER

FOR TRANSPORTING MATERIALS BY TIPPERS AND TRUCKS EXCLUDING LOADING, UNLOADING AND IDLE HIRE CHARGES OF

MACHINERY FOR THE YEAR: 2010-11 ( No loading and unloading charges allowed for machinery loading and unloading )

Sl No. Distance

(Lead) charges for trucks and tippers for Earth / Sand /Gravel / Murrum/ Lime/ Surki/ per cu.meter

(Lead) charges for trucks and tippers for Rubble/Size stones/ Cut Stones/ Coarse aggregate per cu.meter

(Lead) charges for trucks and tippers for Cement/ Steel/ RCC poles/ AC & GI sheets/ Packed materials/tonne

(Lead) charges for trucks and tippers per cu.meter for PCC slabs/ Shahabad slabs/ CC & Laterite blocks/ Wood/ cum

(Lead) charges for trucks and tippers per cu.meter water/ 1000 litres

1 2 3 4 5 6 7 1 Lead up to 1 km 21.50 19.10 11.90 28.00 11.90 2 Lead up to 2 km 30.20 26.70 16.70 39.20 16.70 3 Lead up to 3 km 40.20 40.20 25.10 59.10 22.20 4 Lead up to 4 km 48.80 48.80 30.50 71.80 27.00 5 Lead up to 5 km 57.40 57.40 35.90 84.50 31.80

6 for Every km beyond 5 km up to 30 km 8.60 8.60 5.40 12.70 4.80

7 for Every km beyond 30 km 7.20 7.20 4.50 10.60 4.00 Note: The lead & lift charges are inclusive of 14% Contractor Profit and Over Head charges

Conveyance Charges

25

C. LOADING AND UNLOADING CHARGES BY MANUAL MEANS ( idle hire charges of trucks are not added)

Sl No. Description of item

Earth / Sand /Gravel Murrum/ / Surki/ Rs / cum

Rubble/ size stone/ cut stone/ Coarse aggregate, Lime in Rs/cum

cement in Rs/tonne

steel in Rs./tonne

brick work Rs/1000 No

1 2 3 4 5 6 7 1 Loading 10.60 21.10 34.90 41.80 29.00 2 Unloading 5.30 10.55 34.90 41.80 29.00

Note: The lead & lift charges are inclusive of 14% Contractor Profit and Over Head charges

D. LOADING AND UNLOADING CHARGES BY MANUAL MEANS

(including idle hire charges of trucks )


Earth / Sand

/Gravel Murrum/ / Surki/

Rs / cum

Rubble/ size stone/ cut stone/

Coarse aggregate,

Lime in Rs/cum

cement in Rs/tonne

steel in Rs./tonne

brick work

Rs/1000 No

1 2 3 4 5 6 7 1 Loading 68.30 78.90 98.60 105.60 134.10 2 Unloading 24.50 39.45 98.60 105.60 134.10

Note: The lead & lift charges are inclusive of 14% Contractor Profit and Over Head charges.

E.LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS (including idle hire charges of trucks)


Earth / Sand /Gravel Murrum/ / Surki/ Rs / cum

Rubble/ size stone/ cut stone/ Coarse aggregate, Lime in Rs/cum

1 2 3 4 1 Loading 34.30 68.30 2 Unloading 10.90 10.90


Conveyance Charges

26

F. LIFT CHARGES FOR MATERIALS BY HEAD LOAD

Sl No.

Total lift ( Total lift includes initial lift )

Earth / Sand /Gravel Murrum/ Lime/ Surki/ Size stone / Cut stone Rubble / Coarseaggregate Rs / cum

Cement / Reinforce-ment steelStr steel Rs / tonne

PCC slab/ Shahbad slab / CC block/ BS slab / Laterite / Wood Rs / cum

1 2 3 4 5

1

Total lift up to 3 m (covered by item rate) Initial lift Initial lift Initial lift

2

For Every 1.00 Lift beyond initial lift of 3 meters 3.70 2.70 5.00


Hire Charges

27

HIRE CHARGES OF

PLANT AND MACHINERY

FOR ROAD & BRIDGE WORKS

Hire Charges

28

HIRE CHARGES OF PLANT& MACHNIERY FOR ROAD & BRIDGE WORKS FOR THE YEAR 2010-11

Sl. No.

Description Unit

SoRate for

2010-11

Machine Activity ( Rupees)

1 2 3 4 5 1 Dozer( D 80 ) Spreading Per

Hour 1729.90

Cutting Cleaning

2 Mortor Grader Clearing Per Hour

2600 Spreading GSB WMM

3 Hydraulic Excavator Soil Ordinary Per Hour 1808.50 Soil Marshy

Soil unsuitable 4 Front end loader Soil loading Per

Hour 1320 Aggregate loading Per

Hour 5 Tipper- 5.5 Cum Transportation of soil,

GSB,WMM, Hot mix etc Per

Hour 629.80

Per tonne Km

4.5

Per Km 45 6 Vibratory roller 8 tonne Earth/Soil, GSB, Per

Hour 1704.60 WMM

7 Smooth wheeled roller 8 tonne

Soil compaction ,BM compaction

Per Hour 746.50

8 Water tanker 6 Kilolitre Water transport Per Hour

345

9 Tractor Pulling Per Hour

345

10 Tractor with rotavator Scarifying Per Hour

345

11 Tractor with ripper attachment

Scarifying Per Hour 345

12 Air Compressor General purpose Per Hour

370

13 Wet mix plant 60 TPH Wet mix Per Hour

1320

14 Mechanical broom Hydraulic Surface cleaning Per Hour

290

15 Bitumen Pressure Distributor

Applying bitumen tack coat Per Hour

940

Hire Charges

29

Sl. No.

Description Unit

SoRate for

2010-11


1 2 3 4 5 16 Emulsion Pressure

Distributor Applying emulsion tack coat

Per Hour

690

17 Hot mix Plant – 120 TPH capacity

DBM/BM/SDC Per Hour 23000

/Premix 18 Hot mix Plant – 100 TPH

capacity DBM/BM/SDC Per

Hour 19550 /Premix

19 Hot mix Plant – 60 TPH capacity

DBM/BM/SDC Per Hour 17250

/Premix 20 Hot mix Plant – 40 to 60

TPH capacity DBM/BM/SDC Per

Hour 15525 /Premix

21 Paver Finisher Hydrostatic with sensor control 100 TPH

DBM/BM/SDC Per Hour 2530 /Premix

22 Paver finisher Mechanical 100

Paving of WMM, paving of DLC

Per Hour 1090

23 Hydraulic Chip Spreader Surface dressing Per Hour

2070

24 Tandem Road roller Rolling of Asphaltic surface Per Hour

1320

25 Pneumatic Road roller Rolling of Asphaltic surface Per Hour

1035

26 Pot-Hole repair machine Repair of pot-holes Per Hour

750

27 Bitumen boiler oil fired Bitumen Spraying Per Hour

170

28 GSB Plant 50 Cum Producing GSB Per Hour

920

29 Mastic Cooker Mastic wearing coat Per Hour

52

30 Batching and Mixing Plant (a) 30 Cum capacity

Concrete mixing Per Hour 2130

(b) 15 - 20 Cum capacity Concrete mixing Per Hour

1670

31 Transit mixer Transportation of concrete mix

Per Hour 1336.80

32 Concrete pump of 45 and 30 cum

Pumping of Concrete Per Hour 630

33 Cranes (a) 80 tonnes Lifting purpose Per

Hour 950

(b) 35 tonnes 630 (c) 3 tonnes 280

(d)Crane with grab bucket 0.75 cum

Well foundation Per Hour 1725

Hire Charges

30

Sl. No.

Description Unit

SoRate for

2010-11


1 2 3 4 5 (e)Crane with grab bucket 1

cum Well foundation Per

Hour 2875

34 Concrete bucket For pouring concrete Per Hour

12

35 Kerb casting machine Kerb making Per Hour

250

36 Concrete mixer Concrete mixing

Per Hour 345

(a)0.28 cum (b) 1.0 cum Concrete mixing Per

Hour 520

37 Piling rig with bantonite pump

0.75 m dia to 1.20 m dia boring attachment

Per Hour 4485

38 Concrete paver finisher with 40 HP motor

Paving of concrete surface Per Hour 2360

39 Integrated stone crusher Crushing of spalls 100 TPH Per Hour

7070

Crushing of spalls 200 TPH Per Hour

14880

40 Pre stressing jack with pump and access

Stressing of steel wires/ stands

Per Hour

110

41 Generator 250 KVA Generation of electric

energy per hour

1550

125 KVA per hour

1090

100 KVA per hour

920

35 KVA per hour

620

42 Pneumatic sinking of Plants Pneumatic sinking of wells Per K.m.

3740

43 Truck 5.5 cum per 10 tonnes

Material transport Per Km.

45

Material transport Per tonne per km

4.5

44 Road marking machine Road marking Per Hour

90

45 Mobile slurry seal equipment Mixing and laying slurry seal

Per Hour

920

Hire Charges

31

Sl. No.

Description Unit

SoRate for

2010-11


1 2 3 4 5 46 Plate compacter For compacting in medians Per

Hour 40

47 Drilling equipment For drilling Per Hour

1035

Note: The above hire charges of machinery & plant includes crew, oils, conveyance of machinery to site and all other incidental charges.

Documents

AP R&B SSR 2010-11